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CONTAINER NO. D44 A01 NUMBER OF BLOWS, N 28 20 15 MASS OF MOIST SOIL + CONTAINER, M1 (g) 27.98 25.47 24. MASS OF DRY SOIL + CONTAINER, M2 (g) 25.23 23.16 22. MASS OF CONTAINER, M3 (g) 18.22 17.5 17. VATER CONTENT, w (%)

CONTAINER NO. D44 A01 NUMBER OF BLOWS, N 28 20 15 MASS OF MOIST SOIL + CONTAINER, M1 (g) 27.98 25.47 24. MASS OF DRY SOIL + CONTAINER, M2 (g) 25.23 23.16 22. MASS OF CONTAINER, M3 (g) 18.22 17.5 17. VATER CONTENT, w (%)

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Use the Liquid Limit
Calculation CONTAINER NO. D44 A01 A87 NUMBER OF BLOWS, N 28 20 15 MASS OF MOIST SOIL + CONTAINER, M1 (g) 27.98 25.47 24.28 MASS OF DRY SOIL + CONTAINER, M2 (g) 25.23 23.16 22.23 MASS OF CONTAINER, M3 (g) 18.22 17.5 17.36 WATER CONTENT, w (%) Graph 50 40 35- 10 20 40 100 The liquid limit of the test is = Formula (М, — М2) w = For water content: x 100% (М2 — М3) Moisture content (%)
Transcribed Image Text:Calculation CONTAINER NO. D44 A01 A87 NUMBER OF BLOWS, N 28 20 15 MASS OF MOIST SOIL + CONTAINER, M1 (g) 27.98 25.47 24.28 MASS OF DRY SOIL + CONTAINER, M2 (g) 25.23 23.16 22.23 MASS OF CONTAINER, M3 (g) 18.22 17.5 17.36 WATER CONTENT, w (%) Graph 50 40 35- 10 20 40 100 The liquid limit of the test is = Formula (М, — М2) w = For water content: x 100% (М2 — М3) Moisture content (%)
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